Reduction factor of seismic load case. - Intergraph CADWorx & Analysis

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#48467 - 04/23/12 03:43 PM Re: Reduction factor of seismic load case. [Re: pranrogue]
Yhebostress Member Registered: 08/21/10 Posts: 37 Loc: AU	It's not directly stated (dictated......is 0.714U.) in any para of ASME B31 code. You have to correlate both ASME B31 and UBC codes. Read first UBC 1997 sec 1612.3.1. Also refer to ASME B31E for seismic evaluation of piping.
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Subject	Posted by	Posted
Reduction factor of seismic load case.	pranrogue	04/19/12 07:32 PM
Re: Reduction factor of seismic load case.	Yhebostress	04/20/12 07:02 PM
Re: Reduction factor of seismic load case.	pranrogue	04/22/12 06:10 PM
Re: Reduction factor of seismic load case.	Yhebostress	04/23/12 03:43 PM
Re: Reduction factor of seismic load case.	Dave Diehl	04/24/12 09:27 AM

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